Laserfiche WebLink
• Over-excavation of the initial 10,000 gallon tank removal cavity (from 1990) and <br /> segregation of soil affected by BTEX from unaffected excavated soil, <br /> Continued over-excavation on the basis of analytical testing by Transglobal Environmental <br /> Geochemistry, a mobile laboratory facility, <br />' • Completed the removal of approximately <br /> p 600 cubic yards of soil (affected by TPHg and <br />' BTEX) and extended the tank pit to a depth of approximately 32 feet below grade, <br /> • Transported the affected soil to Remco in Richmond, California for recycling purposes, <br />' • Collected confirmation soil samples from the tank pit sidewall and base and submitted them <br /> to WESTON's analytical facility in Stockton for purposes of verifying mobile laboratory <br /> fresults <br />' • Backfilled the tank pit/excavation with approximately 870 cubic yards of pea gravel to <br /> within 5 feet of grade The pea gravel was covered with a low permeability <br /> ("geomembrane") liner and unaffected soil was placed on the liner to surface grade The <br />' backfilled area was compacted and the area was covered with crushed rock <br /> The WESTON depiction of the former tank excavation (plan view) and location of confirmation <br /> samples collection points is provided in Appendix I A copy of the WESTON Confirmation Soil <br /> Sample Analytical Results is also enclosed The limits of detection for BTEX compounds ranged <br /> from 2 4 to 26 parts per billion (ppb) <br /> 3.3 ESTIMATES OF AFFECTED SOIL VOLUMES REMAINING <br /> 3 3.1 Former Tank Pit Area <br /> An estimate of the residual mass of chemicals in the Site soil column was calculated based on the <br /> volume of a cylinder of forty feet in diameter extending from the base of the former tank-pit <br /> excavation to the current groundwater levels Data reported by WESTON indicated that excavations <br /> in the former tank pit extended for a depth of approximately 32 feet below grade and was <br /> Iapproximately 30 feet by 30 feet in areal dimension We estimated a cylinder volume of soil <br /> extending from 32 to 72 feet below grade was considered to be a conservative volume for <br /> developing estimates of residual chemical mass in soil, related to a gasoline product loss from the <br /> former UST's An estimate of total chemical mass for benzene, toluene, xylenes, ethylbenzene, and <br /> 1,2 DCA was calculated as presented in Table 2 based on the maximum detected value in <br /> exploratory soil bonngs by SECOR (SECOR, September 30, 1994) and/or excavation confirmation <br /> soil samples analyzed by WESTON (WESTON, May 14, 1993) The results of these calculations <br /> ISECOR International Inc (SECORO) CRC Environmental Risk Management Inc <br /> N0026 OOI Ol add 9 November 30 1994 <br /> I <br />